CIVE205 2022F - Assignment 6

Q1/ Find moment of inertia 100mm 300mm2 200mum 02/ find Max stress ? 180 AN 40mm 40mm 100mm 40mm 100mm Im Im RP2 End section Mid-span section

HW #4.pdf -> The University of Dlyala Course: Engineering Mechanics i CE 101 College of Engineering Instructor: Dr Assal Hussein Department of C Engineering Homework #4 Replace the loading system by an equivalent resultant force and couple moment acting at point A 900 N 300 N Z00N m 300 N-m 0.75 m T0.75 m075 ma75 m II

set a o

Ah G Av E 60° 490 30 Bh B x F x D •METHOD OF JOINTS 20 N Tabulation of forces from Method of Joints: FORCE ACTING |МЕMBERS (N) NATURE DC EC DF GD

CH2- Resultant pat - aohe Acrobat Pre Extended File Edit View Document Comments Forms Tookk Advanced Window Heip M=148 Nmttw Example Replace the three forces acting on the bent beam by a single equivalent force R. Specify the distance x from the point O in which the line of action of R passes. 200 N 160 N 250 mm --x 250 mm 250 mm 240 N 125 mm

Chapter 4, Problem 4/039 Multistep Determine the forces in members CD, CJ, and DJ. 6 panels at 2' M. L K J H B C D E F G L L L L L in

1- For the beam shown in the figure below: aReplace the loading system with an equivalent resultant force and couple moment at point A. b) Replace the loading system with an equivalent resultant force and couple moment at point B. 650 N 30° 1500 Nm TH 300 N -3 m- -5 m- 500 N 60 -2 m

What is the C or T, the X and Y components and the load of each member. Also can you put the answer like it is on the image.

beam x from c-d

9:30 AM Ye LTEl [Template] A1. Autumn Semester 2022, B.Tech. (1") Due date: Wednesday, January 12, 2022 COI Q 5. Determine the resultant force on the Gusset Plate. F- 6 kN F-SAN 888 F,-4 kN 888 888 Q 6. Determine the Resultant force F- 300 N and coordinate directions of the resultant force 120 45° F - 500 N Q7. Determine the magnitude of the resultant force at A F- 840 N 6 m Fe-420 N 3 m m 3 m Q8 Determine the magnitude and 2m coordinate direction angles of the resultant force of the two forces acting on the sign at point A. Fe- 400N Fa-400 N 2 Teaching Assistant: Mr. Sumit Rajak Department of Civil Engineering National Institute of Technology, Srinagar, J&K CIT-100 Engineering Mechanics Autumn Semester 2022, B.Tech. (1) Assignment# 01 Instructor: Dr. Fayaz Ahmad Sofi Due date: Wednesday, January 12, 2022 Q 9. Determine the angle e between the two cables. Determine the projected component of the force F= 12 lb acting in the direction of cable AC. Express the result as a 10 ft B…

A built up section consists of S 150 x 26 and two channels C 380 x 74 having an I effective length of 6 m. The section is pin-connected at both ends. Use A 572 Grade 50 steel and NSCP Specifications. Сотриче Compute OLUTION: Inertia Are a CIVIL ENGINEERING-STEEL DESIGN ; DOUBLE CHECK YOUR ANSWERS Properties of One channel C 380 x 74 A=9480 mm² d = 381 mm I=168 x 106 mm Tx = 133 mm Slenderness ratio: ly=4.6 x 106 mm x = 20.3 mm A=9480+3250 A = 12730 mm² of 7 = A = 3250 mm² 1₂= 10.8 x 10 mm Ly=0.952 x 106 mm X and y. -√√A 1₂=168 x 106 (2) +0.952 x 106 L=336.952 x 106 mm 123.54 x 106 12730 Y = 98.51 Properties of One S 150 x 26 Ty=22 mm t=18.2 mm 1,= 10.8 x 10+ [4.6 x 106 +9480(73.9)2] 2 18.2 1,= 123.54 x 106 d = 152 mm Tx=57.7 mm Ty = 17.1 mm C380x74 20.3 -73.9-73.9- (s 150x26 -152- 20.3 18.2

Which of the following is the shear diagram of Beam 1?

sorry but where is the BDM? bending moment diagram

Determine principal  stress

This problem is about replacing the loading system acting on the beam shown below by a resultant force and a couple moment at acting at Point O. Oppfz 350 lb-ft 50pff ∙100th £40016 Determine: a) The resultant couple moment (MRO). Provide the direction of rotation (CW or CCW). b) The component of the resultant force in the x-direction (FRx). Provide the direction of the force. c) The component of the resultant force in the y-direction (FRY). Provide the direction of the force.

Figura P2.43 550 mm 75 mm 100 mm 2.44 La barra rígida AD está soportada por dos alambres de acero de in. de diámetro (E = 29 10 psi), un pasador y una ménsula en. Si se sabe que los alambres estaban originalmente tensos, determine a) la tensión adicional en cada alambre cuando se aplica una carga P de 220 lb en, b) la deflexión correspondiente del punto D. 1 8 in 1 10 in 12 in Figura P2.44 E B 12 in AC P 12 in D

88 O a O 2 9:YO M docs.google.com/forms/c A عند تحمیل ملف الاجابة يرجی کتابة الاسم الثلاثي والشعبة على الورقة 2/40 The 30-N force P is applied perpendicular to the portion BC of the bent bar. Determine the moment of P about point B and about point A. P = 30 N 1.6 m 45° B 1.6 m إضافة ملف عند تحميل ملف الاجابة يرجی کتابة الاسم الثلاثي والشعبة على الورقة * 2/7 The two structural members, one of which is in ten- sion and the other in compression, exert the indi- cated forces on joint O. Determine the magnitude of the resultant R of the two forces and the angle 6 which R makes with the positive x-axis. 3 kN

Calculate the magnitude and nature of forces in members marked 1, 2, 3 and 4. Assume all member to be pinjointed. ion: ] H C J 4 2 D K E L F 30 t 15t 30 t -6 panels @ 4 m = 24 m- M G Solved Papers T 3m4m BIL

73% 3) The truss shown below in Fig 4.3 is in static equilibrium. Determine the support forces at A and C for this condition. +y 250lb -500lb 10' +x E -250lb 10'- 5'- Fig 4.3 FREE BODY DIAGRAM 250lb C -500lb 10 -250lb 10 tv A Aa W

7:47 59.0 :4G+ KB/S il ul 88 bartleby.com/solution- 14 = bartleby Q&A A 8 Engineering / Mechanical Engineeri... / Inte... / De... Determine the forces in memb... Textbook Problem Determine the forces in members AC and AD of the truss. D 4 kips 12 ft F 8 ft C. 4 ft B 10 ft -5 ft- Want to see the full answer

What is the magnitude of the load in member AB, AC, BC, CD, CG, DG EG, DE.

What is the shear load V and moment M at J?

The question is in the picture. Thanks

Determine the force in each member of the truss shown by the method of joints. Show free body diagram and handwritten solution. Please make sure it is correct answer. Thank you!

B Lateral restraint about y-y axis is provided by these beams 1500mm 1500mm FIGURE 06(b) Cross section a-a

Insert Page Layout References Mailings Review View 20-AA 、市、 Calibri (Body) BIU be x, x Aa - A mat Painter Font Paragraph 1.Determine V&M equations and diagrams 300 Ib 80 lb/ft A to IB 4" 8" Ay Су Shear diagram Moment diagram Words: 97 OType here to search

Draw SFD and BMD for the cantilever beam subjectedto loading as shown below. 40KN 0.5m 300 20KN/m 0.7m A IPAL MAN 1m 1m Indpired by life

Time: 75 minutes Group -B Design a simply supported rectangular reinforced concrete beam. Note: The self-weight of the beam is not included. Wu (L.L) Wu (D.L) h b L b h L Fc WuD.L Wu LL bar No. of Fy MPa MPa Name (mm) (mm) (m) kN/m kN/m dia. layers 300 500 6.3 17 8.5 20 Two 28 420